 There are   30 equations

 Result at node   18
    time        load        x-disp      y-disp     cg iters
  0.0000E+00  0.1000E+01  0.0000E+00  0.0000E+00
  0.1000E+01  0.9553E+00  0.7363E+00  0.2167E+01      17
  0.2000E+01  0.8253E+00  0.2231E+01  0.5226E+01      17
  0.3000E+01  0.6216E+00  0.3252E+01  0.7398E+01      17
  0.4000E+01  0.3624E+00  0.3987E+01  0.1046E+02      17
  0.5000E+01  0.7074E-01  0.4832E+01  0.1398E+02      16
  0.6000E+01 -0.2272E+00  0.5272E+01  0.1678E+02      16
  0.7000E+01 -0.5048E+00  0.5086E+01  0.1839E+02      16
  0.8000E+01 -0.7374E+00  0.4370E+01  0.1894E+02      17
  0.9000E+01 -0.9041E+00  0.3255E+01  0.1834E+02      17
  0.1000E+02 -0.9900E+00  0.1789E+01  0.1650E+02      17
  0.1100E+02 -0.9875E+00  0.8842E-01  0.1349E+02      18
  0.1200E+02 -0.8968E+00 -0.1674E+01  0.9574E+01      18
  0.1300E+02 -0.7259E+00 -0.3373E+01  0.5082E+01      18
  0.1400E+02 -0.4903E+00 -0.4916E+01  0.3731E+00      17
  0.1500E+02 -0.2108E+00 -0.6151E+01 -0.4127E+01      17
  0.1600E+02  0.8750E-01 -0.6859E+01 -0.7907E+01      17
  0.1700E+02  0.3780E+00 -0.6839E+01 -0.1050E+02      17
  0.1800E+02  0.6347E+00 -0.5986E+01 -0.1157E+02      18
  0.1900E+02  0.8347E+00 -0.4304E+01 -0.1096E+02      18
  0.2000E+02  0.9602E+00 -0.1902E+01 -0.8706E+01      18
